Construction of 0.125 Miles of Bridge & Approaches on the Beulah-pace Being Roadway Items: Quantity Unit 1.000 Ls 1.000 Ls 1.000 Un 128.000 Lf 279.000 Cy 648.000 Cy 940.000 Ton 145.000 Ton 266.000 Ton 120.000 Lf 56.000 Lf 425.000 Lf 4.000 Ea 4.000 Ea 1.000 Ls 0.000 Sf 0.249 Mi 0.125 Lf 8.000 Ea 4.000 Ea Erosion Control Items: 0.431 Ton 1.149 Ac 2.298 Ton 1,325.000 Lf 120.000 Lf 302.000 Ton 479.000 Sy 4" Wide Thermoplastic Edge Stripe (Continuous White) ( 60 Mils) 4" Wide Thermoplastic Traffic Stripe (Continuous Yellow) ( 90 Mils) Guard Rail, W-beam Guard Rail, Bridge End Section, Type "I" Thrie Beam Guard Rail, Terminal End Section Maintenance of Traffic Additional Construction Signs Hot Mix Asphalt, (St 19mm) 18" Reinforced Concrete Pipe, Class Iii 36" Reinforced Concrete Pipe, Class Iii Removal of Pipe (All Sizes) Unclassified Excavation (Fm) Excess Excavation (Fm) Crushed Stone Hot Mix Asphalt, (St 9.5mm) Principal Items of Work Are Approximately as Follows Mobilization Clearing and Grubbing Removal of Precast Bridge @ Sta. 41+96.06 And Office of State Aid Road Construction County Board of Supervisors Section 900 Two-way Yellow Reflective High Performance Raised Markers Reflectorized Traffic Warning Sign (Encapsulated Lens) Commercial Fertilizer ( 13:13:13) Seeding Vegetative Materials for Mulch Temporary Silt Fence (Type Ii) (Aos 0.15-0.84) Wattles, 20" Diameter Loose Riprap, 300 Lb. Geotextile Under Riprap, Type V, Aos 0.21 - 0.43 Page 1 Bridge Items: 2.000 Ea 0.000 Ea 1,155.000 Lf 60.400 Cy 11,429.000 Lb 8.000 Ea 4.000 Ea 8.000 Ea 4.000 Ea 4.000 Ea 4.000 Ea 284.000 Lf 51.000 Ton 80.000 Sy Test Pile Conventional Static Pile Load Test 18 " Prestressed Concrete Piling Bridge Concrete, Class a Reinforcement 31 ' Precast Concrete Slab Unit, 3.5' Interior 31 ' Precast Concrete Slab Unit, 4.5' Interior 40 ' Precast Concrete Slab Unit, 3.5'' Interior 40 ' Precast Concrete Slab Unit, 4.5' Interior 31 ' Precast Concrete Slab Unit, 3.5' Exterior 40 ' Precast Concrete Slab Unit, 3.5' Exterior Precast Concrete Barrier Rail Loose Riprap, 300 Lb. Geotextile Under Riprap, Type V, Aos 0.21 - 0.43 Page 2 Erbr-06(04) County Contract Time: 180 Working Days Bolivar Certified Check or Bid Bond for Five Percent (5%) of the Total Bid, Made Payable to Bolivar County and the State of Mississippi Must Accompany Each Proposal. The Award, if Made, Will Be Made to the Lowest Qualified Bidder on the Basis of Published Quantities. The Board of Supervisors Hereby Notifies All Bidders That It Will Affirmatively Ensure That in Any Contract Entered Into Pursuant to This Advertisement; Minority Business Enterprise Will Be Afforded Full Opportunity to Submit Bids in Response to This Invitation and Will Not Be Discriminated Against on the Grounds of Race, Color, or National Origin in Consideration for an Award.
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